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l <br /> 60 <br /> CL CH <br /> 50 <br /> P <br /> L <br /> A 40 <br /> T <br /> I <br /> C <br /> I 30 — <br /> T <br /> Y <br /> I <br /> N 20 <br /> D <br /> E <br /> X <br /> 10 <br /> CL-ML ML MH <br /> 00 20 40 60 80 100 <br /> LIQUID LIMIT <br /> Specimen Identification LL PL PI Fines Classification <br /> B-1 15.0 -16.5 14 13 1 29 SILTY SAND with GRAVEL (SM) <br /> c <br /> c <br /> 0 <br /> u _ <br /> N <br /> L <br /> 6 <br /> u <br /> i - <br /> C <br /> ATTERBERG LIMITS RESULTS <br /> �� <br /> Client Name Mlcroilecl <br /> m ` Protect Name SERS Public Safety 9-1-1 Comm Tower <br /> Engineer in Consulting Testing Project Location 319 76th St SW. Everrett. WA <br /> 6032N Cutter Circle uite#480.Po Band, Oregon 97217 <br /> Report Number 70405224-1 <br /> Phcne(503)289-1778 Fax(503)289 1918 P <br />